TY - JOUR
T1 - Approaches for estimating unsaturated soil hydraulic conductivities at various bulk densities with the extended Mualem-van Genuchten model
AU - Tian, Zhengchao
AU - Kool, Dilia
AU - Ren, Tusheng
AU - Horton, Robert
AU - Heitman, Joshua L.
N1 - Funding Information:
This work is supported by the Fundamental Research Funds for the Central Universities of China, the US Army Research Office ( W911NF-16-1-0287 ), the US National Science Foundation (1623806), and the USDA-NIFA multi-State Project 3188. The views and conclusions contained in this paper are those of the authors and should not be interpreted as representing the official policies, either expressed or implied, of the sponsors.
Funding Information:
This work is supported by the Fundamental Research Funds for the Central Universities of China, the US Army Research Office (W911NF-16-1-0287), the US National Science Foundation (1623806), and the USDA-NIFA multi-State Project 3188. The views and conclusions contained in this paper are those of the authors and should not be interpreted as representing the official policies, either expressed or implied, of the sponsors.
Publisher Copyright:
© 2019 Elsevier B.V.
PY - 2019/5/1
Y1 - 2019/5/1
N2 - The Mualem-van Genuchten model has been widely used for estimating unsaturated soil hydraulic conductivity (K u ) from measured saturated hydraulic conductivity (K s ) and fitted water retention curve (WRC) parameters. Soil bulk density (ρ b ) variations affect the accuracy of K u estimates. In this study, we extend the Mualem-van Genuchten model to account for the ρ b effect with ρ b -related WRC and K s models. We apply two functions (A and B) that relate the van Genuchten WRC model to ρ b and two models (1 and 2) that estimate K s with various ρ b . By combining the ρ b -related WRC functions and K s models, we develop four integrated approaches (i.e., A1, A2, B1, and B2) for estimating K u at various ρ b . K u measurements made on five soils with various textures and ρ b are used to evaluate the accuracy of the four approaches. The results show that all approaches produce reasonable K u estimates, with average root mean square errors (RMSEs) less than 0.35 (expressed in dimensionless unit because logarithmic K u values are used). Approach A2, with an average RMSE of 0.25, agrees better with K u measurements than does Approach A1 that has an average RMSE of 0.28. This is because Model 2 accounts for the WRC shape effect near saturation. Approaches A1 and A2 give more accurate K u estimates than do Approaches B1 and B2 which both have average RMSEs of 0.35, because Function A performs better in estimating WRCs than does Function B. The proposed approaches could be incorporated into simulation models for improved prediction of water, solute, and gas transport in soils.
AB - The Mualem-van Genuchten model has been widely used for estimating unsaturated soil hydraulic conductivity (K u ) from measured saturated hydraulic conductivity (K s ) and fitted water retention curve (WRC) parameters. Soil bulk density (ρ b ) variations affect the accuracy of K u estimates. In this study, we extend the Mualem-van Genuchten model to account for the ρ b effect with ρ b -related WRC and K s models. We apply two functions (A and B) that relate the van Genuchten WRC model to ρ b and two models (1 and 2) that estimate K s with various ρ b . By combining the ρ b -related WRC functions and K s models, we develop four integrated approaches (i.e., A1, A2, B1, and B2) for estimating K u at various ρ b . K u measurements made on five soils with various textures and ρ b are used to evaluate the accuracy of the four approaches. The results show that all approaches produce reasonable K u estimates, with average root mean square errors (RMSEs) less than 0.35 (expressed in dimensionless unit because logarithmic K u values are used). Approach A2, with an average RMSE of 0.25, agrees better with K u measurements than does Approach A1 that has an average RMSE of 0.28. This is because Model 2 accounts for the WRC shape effect near saturation. Approaches A1 and A2 give more accurate K u estimates than do Approaches B1 and B2 which both have average RMSEs of 0.35, because Function A performs better in estimating WRCs than does Function B. The proposed approaches could be incorporated into simulation models for improved prediction of water, solute, and gas transport in soils.
KW - Bulk density
KW - Mualem-van Genuchten model
KW - Soil hydraulic conductivity
KW - Water retention curve
UR - http://www.scopus.com/inward/record.url?scp=85063230179&partnerID=8YFLogxK
U2 - 10.1016/j.jhydrol.2019.03.027
DO - 10.1016/j.jhydrol.2019.03.027
M3 - Article
SN - 0022-1694
VL - 572
SP - 719
EP - 731
JO - Journal of Hydrology
JF - Journal of Hydrology
ER -